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Bridge Statistics for Topsham, Maine (ME)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 157ft / 48mTotal length
  • 166,354Total average daily traffic
  • 12,021Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Topsham
  • No street view available for this location

New bridges in Topsham, ME - Historical Statistics
  • New bridges - Historical Statistics
  • 11930-1939
  • 11940-1949
  • 51970-1979
  • 21990-1999
Reconstructed bridges in Topsham, ME - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 01990-1999
  • 12000-2009
Average Bridge Daily Traffic in Topsham, ME
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 62.5%Satisfactory
  • 12.5%Fair
  • 12.5%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 37.5%Good
  • 37.5%Satisfactory
  • 12.5%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 37.5%Good
  • 62.5%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 25.0%Very good
  • 75.0%Good
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Structure Number: 158,  Location: 1 MILE N JCT 196 (Lat: 43.953111,  Lng: -69.967361),  Route carried "on" structure: MainlineState highway 295,  Year Built: 1975,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 13,930 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,502 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CATHANCE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1011,  Location: 0.6 MI E RTE 201 JCT (Lat: 43.925903,  Lng: -69.951931),  Route carried "under" structure: County highway 24,  Structure Length: 0. m,  Average Daily Traffic: 4,105 (year 2014),  Truck Traffic: 5%,  Features Intersected: STATE OF MAINE RR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 6.581,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 1512,  Location: .5MI S JCT 196 (Lat: 43.935189,  Lng: -69.987719),  Route carried "on" structure: MainlineState highway 295,  Year Built: 1972,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 15,640 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,896 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MCRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.704,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2016,  Location: .2 MI N US 1 (Lat: 43.921100,  Lng: -69.965811),  Route carried "on" structure: MainlineState highway 201,  Year Built: 1931,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 24.84m (81.50ft),  Average Daily Traffic: 16,790 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,506 (year 2036),  Design Load: HS 20,  Features Intersected: ANDROSCOGGIN RIVER
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Navigation Control: Yes ( Vertical Clearance: 76.0m (249.3ft), Horizontal Clearance: 5.0m (16.4ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 94.5m (310.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2017,  Critical Feature Inspection Date: September 2017,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3825,  Location: 0.2 MI S JCT RTE 24 (Lat: 43.965431,  Lng: -69.897131),  Route carried "on" structure: City street ,  Year Built: 1942,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 378 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 605 (year 2036),  Design Load: H 15,  Features Intersected: MUDDY RIVER,  Facility Carried by Structure: FORESIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 27.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2016,  Underwater Inspection Date: November 2015,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6269,  Location: 1.5 MI W US 201 (Lat: 43.932389,  Lng: -69.991311),  Route carried "on" structure: MainlineState highway 295,  Year Built: 1971,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 16,310 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,834 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: OLD LEWISTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.527,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 6269,  Location: 1.5 MI W US 201 (Lat: 43.932397,  Lng: -69.991300),  Route carried "under" structure: County highway ,  Structure Length: 0. m,  Average Daily Traffic: 2,071 (year 2014),  Truck Traffic: 5%,  Features Intersected: I 295 NORTHBOUND,  Facility Carried by Structure: OLD LEWISTON ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 2.607,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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Structure Number: 627,  Location: .5MI S JCT 196 (Lat: 43.934831,  Lng: -69.987450),  Route carried "on" structure: MainlineState highway 295,  Year Built: 1972,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 16,310 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,834 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: MC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.946,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 6307,  Location: JCT I-95 & RTE 196 (Lat: 43.942033,  Lng: -69.979022),  Route carried "under" structure: MainlineState highway 295,  Structure Length: 0. m,  Average Daily Traffic: 9,220 (year 2014),  Truck Traffic: 11%,  Features Intersected: ROUTE 196
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 49.943,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 6308,  Location: 0.9 MI N JCT RTE 196 (Lat: 43.948628,  Lng: -69.972111),  Route carried "under" structure: MainlineState highway 295,  Structure Length: 0. m,  Average Daily Traffic: 12,370 (year 2014),  Truck Traffic: 11%,  Features Intersected: ROUTE US 201
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 50.796,  Lanes on structure: 4,  Length of Maximum Span: 0.0m

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Structure Number: 631,  Location: 1 MI N JCT 196 (Lat: 43.952839,  Lng: -69.966911),  Route carried "on" structure: MainlineState highway 295,  Year Built: 1975,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 13,950 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,530 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CATHANCE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.343,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 6369,  Location: 1.1 MI SE JCT RTE 201 (Lat: 43.930311,  Lng: -69.948761),  Route carried "on" structure: MainlineState highway 196,  Year Built: 1996,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 18,815 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,341 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: M.D.O.T. RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft)

Condition: Culverts: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017
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Structure Number: 637,  Location: 1.4 MI E JCT RTE US 201 (Lat: 43.925969,  Lng: -69.951539),  Route carried "on" structure: MainlineState highway 24,  Year Built: 1997,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 22,360 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 31,304 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: ROUTE 24,  Facility Carried by Structure: ROUTE 196
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.753,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 637,  Location: 1.4 MI E JCT RTE US 201 (Lat: 43.925992,  Lng: -69.951494),  Route carried "under" structure: County highway 24,  Structure Length: 0. m,  Average Daily Traffic: 4,105 (year 2014),  Truck Traffic: 5%,  Features Intersected: ROUTE 196
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 6.645,  Lanes on structure: 2,  Length of Maximum Span: 0.0m

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